Costos
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ITEM A
B
C
DESCRIPCION
Unid
Metrado
Cant
Precio S/.
P.Total S/.
|. Excavación de zanja terreno (manual)
M2
15.00
1
1.00
15.00
2. Trazado y replanteo de la obra 3.Eliminacion de material (manual usando carretilla)
M
2
15.00
1
1.20
18.00
M3
15.00
1.60
24.00
TOTAL
57.00
25.00 50.00 50.00 10.00 10.00
200.00 200.00 50.00 50.00 10.00
TOTAL
510.00
MANO DE OBRA (Obras preliminares)
HERRAMIENTAS MANUALES Y EQUIPOS 1.Pala 2.Carretillas 3.Wincha 4.Machete 5Clavos
UND. UND. UND. UND. Kg
X X X X
8 4 1 5 1
MATERIALES INSUMOS 1.Alambre Nº 16 2.fierro de 3/8 7.Cemento
Kg UND. BOLSAS
X X 1.56
120 864 8
4.00 16.00 19.50
480.00 13 824.00 253.50
8.Hormigon
M3
X
4
5.00
20.00
9.Arena Gruesa
M
X
4
5.00
20.00
TOTAL
14597.5
Sub total
21545.5
Imprevst.5%
30978.25
Gran Total
36710
3
D
B
C
DESCRIPCION
Unid
Metrado
Cant
Precio S/.
P.Total S/.
|. Excavación de zanja terreno (manual)
M2
15.00
1
1.00
15.00
2. Trazado y replanteo de la obra 3.Eliminacion de material (manual usando carretilla)
M
2
15.00
1
1.20
18.00
M3
15.00
1.60
24.00
TOTAL
57.00
25.00 50.00 50.00 10.00 10.00
200.00 200.00 50.00 50.00 10.00
TOTAL
510.00
MANO DE OBRA (Obras preliminares)
HERRAMIENTAS MANUALES Y EQUIPOS 1.Pala 2.Carretillas 3.Wincha 4.Machete 5Clavos
UND. UND. UND. UND. Kg
X X X X
8 4 1 5 1
MATERIALES INSUMOS 1.Alambre Nº 16 2.fierro de 3/8 7.Cemento
Kg UND. BOLSAS
X X 1.56
120 864 8
4.00 16.00 19.50
480.00 13 824.00 253.50
8.Hormigon
M3
X
4
5.00
20.00
9.Arena Gruesa
M
X
4
5.00
20.00
TOTAL
14597.5
Sub total
21545.5
Imprevst.5%
30978.25
Gran Total
36710
3
D
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